Comparative Study of Analysis and Design of R.C. and … Study of Analysis and Design ... M25 for R.C.C and Steel ... (2/1) Material Quantity Unit Rate Cost Quantity Unit Rate Cost

International Journal of Scientific & Engineering Research, Volume 6, Issue 2, February-2015 ISSN 2229-5518

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Comparative Study of Analysis and Design of R.C. and Steel Structures

Prof. Prakarsh Sangave1, Mr. Nikhil Madur

2, Mr. Sagar Waghmare

3, Mr. Rakesh Shete

4, Mr. Vinayak Mankondi

5,

Mr. Vinayak Gundla6

Abstract— The use of steel structure in India as compared to other countries is less, as India is developing country. In cities like Delhi and

Mumbai, horizontal expansion is restricted therefore vertical growth of building becomes predominant. . Infill walls are probably the most

important non-structural element in the context of seismic design. They helps in resisting the lateral forces. Due to their significance in-

plane stiffness and strength, infill walls modify the anticipated seismic performance of a building. In the present work, three dimensional

models of steel & RCC structures are analyzed by using equivalent static method under the provision of IS 1893: (2002) with the help of

ETABS software. Where design and cost estimation is carried out using MS-Excel programming for all structures. Comparative study of

bare & infill frame of four models of (G+6) & (G+10) RC & steel structures is carried out which is situated in seismic zone five (v).Masonry

infill is modeled by Equivalent Diagonal Strut method.

Index Terms— Bare Frame, Base shear, cost ratio, Displacement, Infill frame, Inter -Storey drift, Strut.

—————————— ——————————

1 INTRODUCTION

teel industry is growing rapidly in almost all parts of the world. Time is most important parameter from the con-struction point of view and steel structure is built in a short

short period. Steel structures are more advantageous than that of RC structure, because they have better response during earthquake. In the present work, comparative study of bare and infill frame of RC & steel structure (G+6 & G+10) is in-cluded. The comparative study includes base shear, maximum point displacement, axial forces and bending moments in the columns, material consumption and cost comparisons of RCC & steel structure.

A steel building is a metal structure fabricated with steel for

the internal support and for exterior cladding, as opposed to

steel framed buildings which generally uses other materials

for floors, walls, and external envelope. Steel buildings are

used for a variety of purposes including storage, work spaces

and living accommodation.

2 STRUCTURAL DETAILS

A typical plan of building is selected for comparative study of RCC and steel structure having plan dimensions 22.5m X 12m as shown in Fig 1.

Foundation 1.5m below Depth G.L. Storey height 3m each Walls 0.15m thick all Slab depth 150mm thick

The beams and column location considered for comparisons of different analysis parameters is studied by grouping them. Group 1: Interior beams and columns. Group 2:Longer direction pheripheral beams & columns. Group 3: Corner columns.

2.1 Modeling with ETABS 3-D model is being prepared for the frame analysis of

building in ETABS. Following basic parameters are used for

the analysis and design of structures:

2.1.1 Material Properties

Unit weight of masonry 20 kN/m3

Unit weight of R.C.C 25 kN/m3

Unit weight of steel 78 kN/m3

Grade of concrete M25 for R.C.C and Steel

structure Grade of reinforcing steel Fe 415 HYSD bars

Grade of structural steel Fe 250

Modulus of Elasticity for

R.C.C 25 KN/m2

Modulus of Elasticity for

Steel 210 KN/m2

Dead load

Self-weight of struc-

tural elements

Live load 4 kN/m2

Floor finish load 1 kN/m2

2.1.2 Earthquake parameters:

Seismic Zone V (0.36)

Soil type Hard (Type 1)

Importance factor 1

Time period Program Calculated

Earthquake load in X & Y direction

Type of diaphragm Rigid

S

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http://en.wikipedia.org/wiki/Structure

http://en.wikipedia.org/wiki/Steel

http://en.wikipedia.org/wiki/Steel_frame

http://en.wikipedia.org/wiki/Steel_frame

International Journal of Scientific & Engineering Research Volume 6, Issue 1, January-2015 ISSN 2229-5518

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Fig 1: Plan view of building Fig 2: Interior beams and columns (Group1)

Fig 3: Longer direction peripheral Fig 4: Corner columns (Group3)

Beams & Columns (Group 2)

Fig 5: 3D View of Building

R.C. and Steel model has been made. Different column and beam sizes were provided. The analysis and design is car-ried out for all structures, the result obtained are tabulated and graphically summarized below.

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3. COMPARISION OF BASE SHEAR AND DISPLACEMENT OF DIFFERENT MODEL:

3.1 Base Shear Comparisons:

Table 1 Base Shear Comparison of (G+ 6) Models

Base Shear RC Bare

Frame Steel Bare Frame

RC Frame with

masonry Infill

Steel Frame with

masonry Infill

In X-Direction 600.51kN 431.78 kN 735.29 kN 660.96 kN

In Y-Direction 567.85 kN 260.83 kN 574.04 kN 437.19 kN

Fig.6: Comparison of Base Shear of (G+ 6) Models

Table 2 Base Shear Comparison of (G+ 10) Models

Base Shear RC Bare


RC Frame with

masonry Infill

Steel Frame with

masonry Infill

In X-Direction 719.42 kN 479.98 kN 858.67 kN 687.07 kN

In Y-Direction 656.67 kN 323.37 kN 744.57 kN 472.75 kN

Fig. 7: Comparison of Base Shear of (G+ 10) Models

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3.2 Max. Storey Displacement Comparisons:

Table 3: Maximum Storey Displacement Comparison of (G+ 6) Models

Displacement RC Bare

Frame

Bare Frame Steel Struc-

ture

RC frame with masonry

Infill

Steel frame with

masonry Infill

In X- Direction 36.6 mm

49.3 mm 31.2 mm

33.9 mm

In Y-Direction 49.68 mm

73.7 mm 35.65 mm

48.3 mm

. Fig. 8: Comparison of Maximum Storey Displacement of (G+ 6) Models

Table 4: Maximum Storey Displacement Comparison of (G+ 10) Models

Fig. 9: Comparison of Maximum Storey Displacement of (G+ 10) Models

Displacement RC Bare


RC Frame with

masonry Infill

Steel Frame with

masonry Infill

In X- Direction 30.2 mm 34.1 mm 19.62 mm 22.1 mm

In Y-Direction 36.28 mm 56.4 mm 23.22 mm 32.5 mm

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4 Axial Forces, Bending Moment, Support Reaction, Storey Drift Comparisons:

. Fig. 10 Bending Moment in Columns of (G+6) Models

Fig.11: Bending Moment In Columns of (G+10) Models

. Fig. 12: Axial Forces In Columns of (G+6) Models

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Fig. 13: Axial Forces In Columns of (G+10) Models

Fig. 14: Bending Moment In Beams of (G+6) Models

Fig. 15: Bending Moment In Beams of (G+10) Models

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. Fig.16:Shear Forces In Beams of (G+6) Models

Fig. 17: Shear Forces In Beams of (G+10) Models

Fig. 18: Support Reactions of (G+6) Models

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Fig. 19: Support Reactions of (G+10) Models

Fig. 20: Inter-Storey Drift of (G + 6) Models

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Fig. 21: Inter-Storey Drift of (G + 10) Models

5. COST COMPARISONS:

Table 3 Cost Comparison of Bare Frame (G+6) Models

RC Bare Frame

(1) Steel Bare Frame (2)

Cost ratio (2/1)

Material Quantity Unit Rate Cost Quantity Unit Rate Cost

Concrete (m3) 505.54 4000 2022160 283.52 4000 1134080

Reinforcement (tonne)

45.59 45000 2051550 7.86 45000 353700

Structural Steel (tonne)

----- ---- ----- 98.84 45000 4448700

Total Cost

40.73 lac.

59.36 lac. 1.45

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Table 4 Cost Comparison of Infill Frame (G+6) Models

Table 5 Cost Comparison of Bare Frame (G+10) Models

Table 6 Cost Comparison of Infill Frame (G+10) Models

RC Frame with masonry Infill (1)

Steel Frame with masonry

Infill (2)

Cost ratio (2/1)


Concrete (m3) 479.44 4000 1917760 283.52 4000 1134080


36.96 45000 1663200 7.86 45000 353700


----- ---- ----- 94.72 45000 4262400

Total Cost ----- ----- 35.81 lac. ----- ----- 57.50 lac. 1.6

RC Bare Frame

(1) Steel Bare Frame

(2)

Cost ratio (2/1)


Concrete (m3) 818.8 4000 3275200 445.53 4000 1782120


70.63 45000 3178350 12.35 45000 555750


----- ---- ----- 166.81 45000 7506450

Total Cost

64.53 lac.

98.44 lac. 1.52

RC Frame with masonry Infill (1)

Steel Frame with masonry

Infill (2)

Cost ratio (2/1)


Concrete (m3) 788.32 4000 3153280 445.53 4000 1782120


68.98 45000 3104100 12.35 45000 555750


----- ---- ----- 170.29 45000 7663050

Total Cost

62.57 lac

1 cr. 1.6

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6. RESULTS AND DISCUSSION

1. In steel bare frame, base shear is decreased by 28% as

compared to RCC along X-direction and 54% along Y-

direction for (G+6) frame.

2. In steel frame with masonry infill, base shear is de-

creased by 10% as compared to RC along X-direction

and 23% along Y-direction for (G+6) frame.

3. In steel bare frame, base shear is decreased by 33% as

compared to RC along X-direction and 50% along Y-

direction for (G+10) frame.

4. In steel frame with masonry infill, base shear is de-

creased by 20% as compared to RC along X-direction

and 36% along Y-direction for (G+10) frame.

5. In steel bare frame maximum storey displacement is

increased by 13% as compared to RC along X-

direction and 55% along Y-direction for (G+6) frame.

6. In steel frame with masonry infill, maximum storey

displacement is increased by 12% as compared to RC

along X-direction and 40% along Y-direction for (G+6)

frame.

7. In steel bare frame, maximum storey displacement is

increased by 35% as compared to RC along X-

direction and 48% along Y-direction for (G+10) frame.

8. In steel frame with masonry infill, maximum storey

displacement is increased by 8% as compared to RC

along X-direction and 35% along Y-direction for

(G+10) frame.

9. Bending moment in beams and columns of steel

frames is less as compared to RC frames.

10. An axial force in steel frames is less than RC frames.

11. Shear force in beams of RC frames is more than steel

frames.

12. Support reactions in RC structures are increased by

23% as compared to steel structures due to less self-

weight.

13. Storey drifts of steel structures are comparatively

more than RC structures within permissible limit.

14. Cost of steel bare frame is increased by 31% as com-

pared to RC frame for (G+6) frame.

15. Cost of steel frame with masonry infill is increased by

37% as compared to RC frame for (G+6) frame.

16. Cost of steel bare frame is increased by 34% as com-

pared to RC frame for (G+10) frame.

17. Cost of steel frame with masonry infill is increased by

37% as compared to RC frame for (G+10) frame.

7. CONCLUSIONS 1. Base shear in steel structure is less than the RC struc-

tures because of less seismic weight which gives bet-

ter response during earthquake.

2. Maximum point displacement and storey drift of Steel

bare frame is more than RC bare frames.

3. Due to presence of infill in structure maximum point

displacement and storey drift reduces slightly.

4. Bending moment in beams and columns of RC struc-

tures is more as compared to steel structures except in

RC masonry infill structures at corner column.

5. Axial forces and support reactions in columns of RC

structures are more as compared to Steel structures.

6. Shear forces in beams of RC structures are more as

compared to Steel structures.

7. Cost ratio of steel and RC bare frame (G+6) is 1.45.

8. Cost ratio of steel and RC bare frame (G+10) is 1.52.

9. Cost ratio of both (G+6) and (G+10) structures of steel

and RC frame with masonry infill is 1.6.

REFERENCES

[1] Handbook on Code of Practice for Design Loads (Other than Earth-

quake ) for Buildings and Structures ( IS : 875-1987), Bureau of Indian

Standards, New Delhi, 1989. W.-K. Chen, Linear Networks and Systems.

Belmont, Calif.: Wadsworth, pp. 123-135, 1993. (Book style)

[2] Handbook on Criteria for Earthquake Resistant Design of Structures (IS

: 1893 (Part 1) – 2002), Bureau of Indian Standards, New Delhi,

1989.K. Elissa, “An Overview of Decision Theory," unpublished. (Un-

plublished manuscript)

[3] IS: 13920-1993- ductile detailing of reinforced of concrete structure subject-

ed to seismic forces code of practice. C. J. Kaufman, Rocky Mountain Re-

search Laboratories, Boulder, Colo., personal communication, 1992.

(Personal communication)

[4] IS: 456(2000), - Indian Standard Code of Practice for Plan and Reinforce-

ment concrete (Fourth Revisions), Bureau of Indian Standards (BIS),

New Delhi.

[5] D. R. Panchal and P. M. Marathe, “Comparative Study of R.C.C, Steel

and Composite (G+30 Storey) Building ”, Institute of Technology, Nir-

ma University, Ahmedabad – 382 481, December, 2011.

[6] Anamika Tedia, Dr. Savita Maru, “Cost, Analysis and Design of Steel-

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2320-334X, Volume 11, Issue 1 Ver. II (Jan. 2014), PP 54-59.

[7] Mahesh Suresh Kumawat and L G Kalurkar, “Cost Analysis of Steel-

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[8] Kiran Kumar, G. Papa Rao, “Comparison of Percentage Steel And Con-

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ment of Civil Engineering, GVP College of Engineering (A), Visa-

khapatnam, India.

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[9] Institute for steel development & growth, "B+G+40 Storied Residential

Building with Steel-Concrete Composite Option”, India Dec 2007.

[10] M. Nageh, “How To Model and Design High Rise Building Using ETABs

Program”, Cairo 2007.

[11] M. Willford, A. Whittaker and R. Klemencic, “Recommendations for

Seismic Design of High-Rise Buildings” Council of Tall building and

urban habitat Feb 2008.

[12] J. Zils and J. Viis, “An Introduction to High Rise Design”, Structure

Magazine Nov 2003.

• Prof. Sangave P. A. is Associate Professor in Nagesh Karajagi Orchid college of

Engineering, Solapur. India, E-mail: [email protected].

• Mr. Nikhil Madur is Under Graduate Student of Civil Engineering

Department, Nagesh Karajagi Orchid College of Engg. and Tech., Solapur,

Maharashtra, India, Email: [email protected] PH:8421532959.

•Mr. Sagar Waghmare Under Graduate Student of Civil Engineering Depart-

ment, Nagesh Karajagi Orchid College of Engg. and Tech., Solapur, Maharashtra,

India, Email: [email protected] PH:8793507044.

• Mr. Rakesh Shete is Under Graduate Student of Civil Engineering Department,

Nagesh Karajagi Orchid College of Engg. and Tech., Solapur, Maharashtra, India,

Email: [email protected] PH:8485819064.

•Mr. Vinayak Mankondi Under Graduate Student of Civil Engineering Depart-



• Mr. Vinayak Gundla is Under Graduate Student of Civil Engineering Depart-



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Comparative Study of Analysis and Design of R.C. and … Study of Analysis and Design ... M25 for R.C.C and Steel ... (2/1) Material Quantity Unit Rate Cost Quantity Unit Rate Cost